METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero).
Column is a vertical compression member that serves to support the load of the roof. The installment of reinforcing steel bar is done paralel with steel of pilecap. At the beginning of the Pasar Legi Parakan project construction, the zero point floor elevation was not yet known, so the height of the...
| Main Authors: | , |
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| Format: | Thesis |
| Published: |
[Yogyakarta] : Universitas Gadjah Mada
2014
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| Subjects: |
| _version_ | 1797035913514057728 |
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| author | , ARIEF WIRAGUNA , Agus Kurniawan, ST.,MT.,Ph.D. |
| author_facet | , ARIEF WIRAGUNA , Agus Kurniawan, ST.,MT.,Ph.D. |
| author_sort | , ARIEF WIRAGUNA |
| collection | UGM |
| description | Column is a vertical compression member that serves to support the load of the
roof. The installment of reinforcing steel bar is done paralel with steel of pilecap. At
the beginning of the Pasar Legi Parakan project construction, the zero point floor
elevation was not yet known, so the height of the column reinforcement could not
been determined. The method of overstek reinforcement was used to speed up pilecap
casting, while a review design has been done.
The methods of overstek reinforcement done by installing reinforcement along
one meter plus high of pilecap, whereas for continuous reinforcement normally
fitted with the appropriate distance between the floor height. While,if there are
paralel work are in same time, then the overstek reinforcement method can be used
as an alternative to speed up the completion of the construction below it.
From the calculation it is known that continuous reinforcement is more
efficient in terms of cost and time, the aspect of cuttings reinforcement, as
reinforcement could be balance any overstek in field, so that construction could
continue running. |
| first_indexed | 2024-03-13T23:37:56Z |
| format | Thesis |
| id | oai:generic.eprints.org:132996 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T23:37:56Z |
| publishDate | 2014 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1329962016-03-04T07:52:32Z https://repository.ugm.ac.id/132996/ METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero). , ARIEF WIRAGUNA , Agus Kurniawan, ST.,MT.,Ph.D. ETD Column is a vertical compression member that serves to support the load of the roof. The installment of reinforcing steel bar is done paralel with steel of pilecap. At the beginning of the Pasar Legi Parakan project construction, the zero point floor elevation was not yet known, so the height of the column reinforcement could not been determined. The method of overstek reinforcement was used to speed up pilecap casting, while a review design has been done. The methods of overstek reinforcement done by installing reinforcement along one meter plus high of pilecap, whereas for continuous reinforcement normally fitted with the appropriate distance between the floor height. While,if there are paralel work are in same time, then the overstek reinforcement method can be used as an alternative to speed up the completion of the construction below it. From the calculation it is known that continuous reinforcement is more efficient in terms of cost and time, the aspect of cuttings reinforcement, as reinforcement could be balance any overstek in field, so that construction could continue running. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , ARIEF WIRAGUNA and , Agus Kurniawan, ST.,MT.,Ph.D. (2014) METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero). UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=73542 |
| spellingShingle | ETD , ARIEF WIRAGUNA , Agus Kurniawan, ST.,MT.,Ph.D. METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero). |
| title | METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero). |
| title_full | METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero). |
| title_fullStr | METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero). |
| title_full_unstemmed | METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero). |
| title_short | METODE ANALISIS PERBANDINGAN TULANGAN STEK DAN TULANGAN MENERUS KOLOM PADA PROYEK PASAR LEGI PARAKAN TEMANGGUNG PT. HUTAMA KARYA (Persero). |
| title_sort | metode analisis perbandingan tulangan stek dan tulangan menerus kolom pada proyek pasar legi parakan temanggung pt hutama karya persero |
| topic | ETD |
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